David White
YOU?
Author Swipe
View article: Surface-laid pipelines and cables in areas of sand waves and seabed mobility: quantitative analysis from a decade of field observations
Surface-laid pipelines and cables in areas of sand waves and seabed mobility: quantitative analysis from a decade of field observations Open
View article: Interpretative framework for CPT p-y module tests in drained sands: a practical model for end effect elimination considering sand relative density and surcharge pressure
Interpretative framework for CPT p-y module tests in drained sands: a practical model for end effect elimination considering sand relative density and surcharge pressure Open
Accelerating the current timeline of offshore wind projects is imperative to achieve global decarbonisation plans. In response, a novel in-situ site characterisation tool ROBOCONE is being developed to make the geotechnical design of offsh…
View article: Assessment of near-surface undrained shear strength of soft seabeds with free fall cone penetrometer testing in the northern Baltic Sea
Assessment of near-surface undrained shear strength of soft seabeds with free fall cone penetrometer testing in the northern Baltic Sea Open
Free fall cone penetrometer testing (FFCPT) allows for efficient site reconnaissance and soft seabed undrained shear strength (su) assessment in a shallow water environment. The FFCPT is a particularly useful tool for near-surfa…
View article: An evaluation of <i>p</i>–<i>y</i> curves for fatigue analysis of offshore piles and conductors
An evaluation of <i>p</i>–<i>y</i> curves for fatigue analysis of offshore piles and conductors Open
The paper evaluates methods for deriving p– y curves for fatigue analysis of slender piles and conductors. Updated ISO standard guidance is compared to a new approach, which is validated by centrifuge tests and based on laboratory measurem…
View article: A surrogate model to efficiently predict changing strength and stiffness of soft soils through whole-life episodic cyclic loading
A surrogate model to efficiently predict changing strength and stiffness of soft soils through whole-life episodic cyclic loading Open
View article: The reliability of pre-deformation to control lateral buckling of pipelines: An evaluation based on observed embedment trends
The reliability of pre-deformation to control lateral buckling of pipelines: An evaluation based on observed embedment trends Open
Pre-deformation of a pipeline into a continuous sinusoidal wave-like form has been shown to be effective at controlling lateral buckling of subsea pipelines due to a substantially lower axial stiffness and the limiting of maximum strain at…
View article: Lateral bearing factors and elastic stiffness factors for robotic CPT p-y module in undrained clay
Lateral bearing factors and elastic stiffness factors for robotic CPT p-y module in undrained clay Open
There is a strong incentive to enhance in-situ ground characterisation tools to provide additional data that supports early infrastructure design in engineering projects, prior to completion of laboratory element testing on borehole sample…
View article: On Colimits and Model Structures in Various Categories of Manifolds
On Colimits and Model Structures in Various Categories of Manifolds Open
After explaining the importance of model categories in abstract homotopy theory, we provide concrete examples demonstrating that various categories of manifolds do not have all finite colimits, and hence cannot be model categories. We then…
View article: Understanding the behaviour of a new robotic device for next-generation site investigation: A 3D DEM Exploration
Understanding the behaviour of a new robotic device for next-generation site investigation: A 3D DEM Exploration Open
Accelerating advancements in robotic engineering provide an opportunity for developing economical and efficient site characterisation devices, particularly for critical offshore applications. A new intelligent robotic device, ROBOCONE (Fig…
View article: A methodology to calibrate the PICSI cyclic p-y model using experimental results and optimisation
A methodology to calibrate the PICSI cyclic p-y model using experimental results and optimisation Open
Fatigue life estimation of the components of a drilling conductor system is often a critical design consideration. The analysis is usually performed using a coupled system, with the soil-conductor interaction modelled using p-y springs tha…
View article: p-y curves from in-situ ROBOCONE tests: a similarity approach for laterally loaded piles in clay
p-y curves from in-situ ROBOCONE tests: a similarity approach for laterally loaded piles in clay Open
The design of offshore piles requires assessment of the lateral load-displacement response, achieved using lateral nonlinear springs (p-y curves) distributed along the pile [1]. Specifically, a p-y curve describes the horizontal displaceme…
View article: Dynamic seabed-anchor capacity enhancements for taut-moored floating offshore wind
Dynamic seabed-anchor capacity enhancements for taut-moored floating offshore wind Open
Decarbonisation of global energy supply to meet Net Zero targets by 2050 requires rapid expansion of offshore wind [4]. Much of this growth will come from floating offshore wind (FOW) technology where seabeds are less congested, high energ…
View article: Whole-life modelling of anchor capacity for floating systems: The RSN CSI approach
Whole-life modelling of anchor capacity for floating systems: The RSN CSI approach Open
Successive episodes of cyclic loading cause the strength of soft soils to reduce, through pore pressure build-up, and then recover, through consolidation, as shown by model testing, field studies and theoretical considerations. These ‘whol…
View article: DEM study of particle scale effect on plain and rotary jacked pile behaviour in granular materials
DEM study of particle scale effect on plain and rotary jacked pile behaviour in granular materials Open
The capacity of open-ended piles strongly depends on the potential plugging occurring during installation. The Discrete Element Method (DEM) is particularly suitable to the study of pile plugging, as it can model large soil deformation. Ho…
View article: Finding space for offshore wind to support net zero: A methodology to assess spatial constraints and future scenarios, illustrated by a UK case study
Finding space for offshore wind to support net zero: A methodology to assess spatial constraints and future scenarios, illustrated by a UK case study Open
Government and commercial forecasts indicate global ambitions for 2000 GW of installed offshore wind (OW) by 2050 to meet the targets of the Paris Agreement. Set against a current global installed capacity of 56 GW offshore wind, which has…
View article: Table of Contents
Table of Contents Open
View article: A comparative field study of free-fall cone and sphere penetrometers in soft sediment
A comparative field study of free-fall cone and sphere penetrometers in soft sediment Open
View article: The offshore renewables industry may be better served by new bespoke design guidelines than by automatic adoption of recommended practices developed for oil and gas infrastructure: A recommendation illustrated by subsea cable design
The offshore renewables industry may be better served by new bespoke design guidelines than by automatic adoption of recommended practices developed for oil and gas infrastructure: A recommendation illustrated by subsea cable design Open
Introduction There is an emerging need for the offshore renewable industry to have their own bespoke design guidelines because the associated projects and offshore facilities differ in fundamental ways to oil and gas facilities. Offshore r…
View article: Anchor geotechnics for floating offshore wind: Current technologies and future innovations
Anchor geotechnics for floating offshore wind: Current technologies and future innovations Open
View article: Numerical modelling of plate anchors under sustained load: The enhancement of capacity from consolidation
Numerical modelling of plate anchors under sustained load: The enhancement of capacity from consolidation Open
Embedded plate anchors can be used to moor floating offshore facilities. In taut mooring systems, a sustained tension carried by the anchors affects their long-term capacity due to consolidation effects in the soil surrounding the anchor. …
View article: Modification of UV absorption profile of polymer film reflectors to increase solar-weighted reflectance
Modification of UV absorption profile of polymer film reflectors to increase solar-weighted reflectance Open
Provided are reflective thin film constructions including a reduced number of layers, which provides for increased solar-weighted hemispherical reflectance and durability. Reflective films include those comprising an ultraviolet absorbing …
View article: Pyramidal space frame and associated methods
Pyramidal space frame and associated methods Open
A space frame having a high torsional strength comprising a first square bipyramid and two planar structures extending outward from an apex of the first square bipyramid to form a "V" shape is disclosed. Some embodiments comprise a plurali…
View article: UK perspective research landscape for offshore renewable energy and its role in delivering Net Zero
UK perspective research landscape for offshore renewable energy and its role in delivering Net Zero Open
This paper sets out the role of offshore renewable energy (ORE) in UK targets for Net Zero greenhouse gas emissions by 2050 and provides a review of the research challenges that face the sector as it grows to meet these targets. The resear…
View article: Development of a prototype autonomous inspection robot for offshore riser cables
Development of a prototype autonomous inspection robot for offshore riser cables Open
The motion and large environmental loads experienced by riser cables connected to floating offshore wind turbines put them at higher risk of failure than grounded sections of cable. We propose an Autonomous Riser Inspection System (ARIS) t…
View article: A review of the UK and British Channel Islands practical tidal stream energy resource
A review of the UK and British Channel Islands practical tidal stream energy resource Open
This review provides a critical, multi-faceted assessment of the practical contribution tidal stream energy can make to the UK and British Channel Islands future energy mix. Evidence is presented that broadly supports the latest national-s…
View article: A cyclic p-y model for the whole-life response of piles in soft clay
A cyclic p-y model for the whole-life response of piles in soft clay Open
It is evident from model testing, field studies and theoretical considerations that the strength of a soft clay can reduce and then recover – potentially to above the initial value – as a result of cyclic loading followed by consolidation.…
View article: Measurement of modulus of subgrade reaction for geogrid stabilized roadways
Measurement of modulus of subgrade reaction for geogrid stabilized roadways Open
Performance of rigid pavements depends primarily upon uniformity in the slab support condition and a composite response of unbound aggregate layers and subgrade. Several pavement design and analysis methods (e.g., AASHTO, PCA) consider mod…
View article: Partially Mobile Shallow Subsea Foundations: A Practical Analysis Framework
Partially Mobile Shallow Subsea Foundations: A Practical Analysis Framework Open
The geotechnical design of partially mobile subsea foundations (mudmats) for pipeline/flowline end terminals (PLETs) is presented in this paper. A partially mobile mudmat represents a fit-for-purpose engineering solution that has significa…
View article: An efficient and locking‐free material point method for three‐dimensional analysis with simplex elements
An efficient and locking‐free material point method for three‐dimensional analysis with simplex elements Open
The Material Point Method is a relative newcomer to the world of solid mechanics modelling. Its key advantage is the ability to model problems having large deformations while being relatively close to standard finite element methods, howev…
View article: Analysis of the added mass term in soil bearing capacity problems
Analysis of the added mass term in soil bearing capacity problems Open
This technical note presents a simplified method for quantifying the added mass of the soil that is mobilised as part of the failure mechanism around a foundation during rapid loading, and the resulting additional soil resistance. This not…